310857_Plan of Action_20180926

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PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
AWS310857
County: Duplin
Facility Name: Goshen Ridge Farms
Certified Operator Name: Stephen Wadsworth Operator Number:
989945
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from,the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
GR1 GR2 GR3
N N N
24 30 17
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached, Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within,the 25 year 24 hour storm elevations for one or more structures_ A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully'depopulated,
"Attach a complete schedule with corresponding animal units and dates fro depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: as conditions -permit -
I hereby certify that Fhave reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Goshen Ridge Farms LLC Phone:
F cility Own /Ma ager (print)
I,./, f Af Date:
Facility Owne / ure)
910-293-3434
9/26/2018

a
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): JGR1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 24.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 20.0 inches
c. line b - line a (inches in red zone) _ -4 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 109200 ft2
e. line c/12 x line d x 7.48 gallons/ff-269549 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
180 days
g. volume of waste produced according to structural design
142421 ft3
h. current herd # 4320 certified herd #1 4320
actual waste produced = current herd # x line g =
142421 ft'
certified herd #
i. volume of wash water according to structural design
0 ft3
j. excess rainfall over evaporation according to design
63700 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f=
256964 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 9/2512018
m. ((lines e + k)/1000) x line I =
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21 /00
0.87 Ibs/1000 gal.
-11 lbs. PAN

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): JGR2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to market 30.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 20.0 inches
c. line b - line a (inches in red zone) _ -10 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 112000 ftz
e, line c/12 x line d x 7.48 gallons/ft3.-695341 gallons
3_ Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 142421 ft3
h. current herd # 4320 certified herd #1 4320
actual waste produced = current herd # x line g = 142421 ft'
certified herd #
i. volume of wash water according to structural design Oft3
j. excess rainfall over evaporation according to design 65333 ft3 ,
k. (lines h + i +'j) x 7.48 x 30 days/line f= 259000 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 9 1 0.78 Ibs/1000 gal.
m. ((lines e + k)/1000) x line 1= -340 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21 /00

e
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelldentifier (ID): GR3
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 20.0 inches
c. line b - line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 105300 ft2
e. line c/12 x line d x 7.48 gallons/ft' 199536 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 142421 fO
h. current herd # 4320 certified herd #1 4320
actual waste produced = current herd # x line g = 142421 ft'
certified herd #
i. volume of wash water according to structural design Ofts
j. excess rainfall over evaporation according to design 61425 W
1
k. (lines h + i + j) x 7.48 x 30 days/line f= 254128 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 9/25/2018 0.79 Ibs/1000 gal.
m ((lines e + k)/1000) x line 1 = 358.4 Ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00

.r
II. TOTAL POUNDS OF PAN STORED,WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: GR1 line m = -11 lbPAN
2. Structure ID: GR2 line m'= -340 lb PAN
3. Structure ID: GR3 line m = 358.4 lb PAN
4. Structure ID: line m = lb PAN
5. Structure ID: line m = lb PAN,
6. Structure ID: line m = lb PAN
n.lines I+2+3+4+5+g= 7.1lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD_ DO NOT LIST FIELDS TO WHICH PAN CANNnT RF APPI IFn nl IRINr THIS sn nev GFRInn
PANbalance
•
Mao=
• .
FIELD 1
u. application window'
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 642.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = . 7.1 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 642.5 lb. PAN
y. Overall PAN balance (w - x) _ -635 lb. PAN
Line y must show as a deficlt. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste.is to be hauled to _
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
NARRATIVE:
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2/21/00